PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 05/22/01 EST. NO.04 TIME 10:39 AM R.E. NAME: LAMBERT, ROD 01-230014 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0002 717.75 E.W. @ F.A.(+) 040301 Y 12 S3 0005 883.84 040601 Y 15 S3 0011 878.58 041001 Y 17 S3 0012 171.59 041301 Y 25 S3 0013 321.67 041701 Y 26 S3 0014 643.35 042001 Y 27 S3 003 0005 58.25 E.W. @ F.A.(+) 042301 N JB 0 0005-1 -58.25 042301 N JB 0 DAO CORRECTING ENTRY 0005-2 58.25 042301 Y JB 0 DAO CORRECTING ENTRY 0006 125.97 042401 N JB 0 0006-1 -125.97 042401 N JB 0 DAO CORRECTING ENTRY 0006-2 125.97 042401 Y JB 0 DAO CORRECTING ENTRY 0007 125.97 042501 N JB 0 0007-1 -125.97 042501 N JB 0 DAO CORRECTING ENTRY 0007-2 125.97 042501 Y JB 0 DAO CORRECTING ENTRY 0008 125.97 042601 N JB 0 0008-1 -125.97 042601 N JB 0 DAO CORRECTING ENTRY 0008-2 125.97 042601 Y JB 0 DAO CORRECTING ENTRY 0009 125.97 042701 N JB 0 0009-1 -125.97 042701 N JB 0 DAO CORRECTING ENTRY 0009-2 125.97 042701 Y JB 0 DAO CORRECTING ENTRY 0010 102.41 042801 N JB 0 0010-1 -102.41 042801 N JB 0 DAO CORRECTING ENTRY 0010-2 102.41 042801 Y JB 0 DAO CORRECTING ENTRY 0011 125.97 043001 N JB 0 0011-1 -125.97 043001 N JB 0 DAO CORRECTING ENTRY 0011-2 125.97 043001 Y JB 0 DAO CORRECTING ENTRY 0012 125.97 050101 Y JB 0 0012-1 -125.97 050101 Y JB 0 DAO CORRECTING ENTRY 0012-2 125.97 050101 Y JB 0 DAO CORRECTING ENTRY 0013 125.97 050201 Y JB 0 0014 125.97 050301 Y JB 0 0015 125.97 050401 Y JB 0 007 0001 106.11 E.W. @ F.A.(+) 040501 Y JB 0 0002 367.63 040601 Y JB 0 0003 494.55 040901 Y JB 0 0004 1,146.02 040401 Y JB 0 0005 364.00 040301 Y JB 0 7,389.48 TOTAL THIS ESTIMATE 16,530.64 TOTAL PREVIOUS ESTIMATE 23,920.12 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 05/22/01 EST. NO.04 TIME 10:39 AM R.E. NAME: LAMBERT, ROD 01-230014 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE RETENTION PROG SCHED -121,442.93 04 -121,442.93 -121,442.93 TOTAL DEDUCTIONS -121,442.93 -121,442.93 PROGRAM CAS145 PAGE 1 DATE 05/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-230014 TIME 10:39 AM ESTIMATE NO. 04 BID OPENING 09/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/18/01 R.E. NAME: LAMBERT, ROD DATE OF THIS ESTIMATE 05/22/01 LOCATION RERUN PROGRESS ESTIMATE 01-LAK-29-9.4/9.9 ----------------------- SHASTA CONSTRUCTORS INC IN LAKE COUNTY NEAR MIDDLETOWN FROM P O BOX 491539 0.5 KM SOUTH TO 0.2 KM NORTH OF REDDING CA 960491539 PUTAH CREEK BRIDGE FED. AID NO. ACST-P029(85)E ,P-P029(85)E BRIDGE REPLACEMENT (SCOUR) ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 001 PROGRESS SCHEDULE (CRITICAL PATH) LS 12,000.0000 12,000.00 0.000 0.00 002 TIME-RELATED OVERHEAD WDAY 1,180.0000 507,400.00 21.000 24,780.00 36.000 42,480.00 003 CONSTRUCTION AREA SIGNS LS 5,000.0000 5,000.00 0.750 3,750.00 (S) 004 TRAFFIC CONTROL SYSTEM LS 25,000.0000 25,000.00 0.050 1,250.00 0.100 2,500.00 (S) 005 TEMPORARY CREEK DIVERSION SYSTEM LS 70,000.0000 70,000.00 0.425 29,750.00 0.425 29,750.00 006 TEMPORARY PAVEMENT MARKING (PAINT) M2 36.0000 792.00 38.400 1,382.40 (S) 007 TEMPORARY PAVEMENT MARKING (TAPE) M2 95.0000 570.00 9.560 908.20 (S) 008 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 2,820.00 2,000.000 2,000.00 (S) 009 CHANNELIZER (SURFACE MOUNTED) EA 38.0000 5,320.00 75.000 2,850.00 (S) 010 TEMPORARY SIGNAL SYSTEM LS 100,000.0000 100,000.00 0.642 64,200.00 (S) 011 PORTABLE CHANGEABLE MESSAGE SIGN EA 10,000.0000 30,000.00 1.000 10,000.00 (S) 012 TEMPORARY SOLAR POWER FLASHING BEACON LS 15,000.0000 15,000.00 0.750 11,250.00 (S) SYSTEM 013 TEMPORARY RAILING (TYPE K) M 60.0000 25,200.00 208.000 12,480.00 (S) 014 TEMPORARY CRASH CUSHION MODULE EA 250.0000 5,500.00 11.000 2,750.00 (S) 015 REMOVE FENCE M 15.0000 4,200.00 117.000 1,755.00 117.000 1,755.00 016 REMOVE METAL BEAM GUARD RAILING M 56.0000 4,200.00 35.000 1,960.00 35.000 1,960.00 (S) 017 REMOVE FLARED END SECTION EA 200.0000 200.00 0.000 0.00 018 REMOVE ROADSIDE SIGN EA 100.0000 100.00 0.000 0.00 019 RESET ROADSIDE SIGN EA 200.0000 1,800.00 0.000 0.00 020 RELOCATE ROADSIDE SIGN EA 200.0000 600.00 0.000 0.00 021 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.5000 42,020.00 6,625.000 36,437.50 (S) 022 BRIDGE REMOVAL LS 115,000.0000 115,000.00 0.400 46,000.00 0.400 46,000.00 PROGRAM CAS145 PAGE 2 DATE 05/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-230014 TIME 10:39 AM ESTIMATE NO. 04 BID OPENING 09/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/18/01 R.E. NAME: LAMBERT, ROD DATE OF THIS ESTIMATE 05/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 023 CLEARING AND GRUBBING LS 9,000.0000 9,000.00 0.500 4,500.00 0.500 4,500.00 024 ROADWAY EXCAVATION M3 20.0000 73,000.00 701.800 14,036.00 701.800 14,036.00 025 STRUCTURE EXCAVATION (BRIDGE) M3 100.0000 42,900.00 149.000 14,900.00 149.000 14,900.00 (F) 026 STRUCTURE BACKFILL (BRIDGE) M3 80.0000 16,000.00 0.000 0.00 (F) 027 IMPORTED BORROW M3 12.0000 63,120.00 0.000 0.00 028 STRAW (EROSION CONTROL) TONN 450.0000 1,125.00 0.000 0.00 (S) 029 FIBER (EROSION CONTROL) KG 1.0000 630.00 0.000 0.00 (S) 030 COMPOST (EROSION CONTROL) KG 1.0000 1,880.00 0.000 0.00 (S) 031 PURE LIVE SEED (EROSION CONTROL) KG 75.0000 3,225.00 0.000 0.00 (S) 032 COMMERCIAL FERTILIZER (EROSION CONTROL) KG 1.0000 160.00 0.000 0.00 (S) 033 STABILIZING EMULSION (EROSION CONTROL) KG 2.0000 260.00 0.000 0.00 (S) 034 CLASS 2 AGGREGATE BASE M3 55.0000 69,300.00 0.000 0.00 035 ASPHALT CONCRETE (TYPE A) TONN 75.0000 156,000.00 0.000 0.00 036 ASPHALT CONCRETE (OPEN GRADED) TONN 105.0000 52,500.00 0.000 0.00 037 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 150.0000 2,700.00 0.000 0.00 AREA) 038 PLACE ASPHALT CONCRETE DIKE (TYPE E) M 15.0000 2,700.00 0.000 0.00 039 PLACE ASPHALT CONCRETE DIKE (TYPE F) M 15.0000 345.00 0.000 0.00 040 FURNISH STEEL PILING (HP 360 X 132) M 45.0000 30,825.00 285.450 12,845.25 285.450 12,845.25 041 DRIVE STEEL PILE (HP 360 X 132) EA 2,000.0000 96,000.00 20.000 40,000.00 20.000 40,000.00 (S) 042 FURNISH STEEL PIPE PILING (610 MM) M 100.0000 10,500.00 73.000 7,300.00 191.000 19,100.00 043 DRIVE STEEL PIPE PILE (610 MM) EA 6,000.0000 24,000.00 4.000 24,000.00 8.000 48,000.00 (S) 044 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 800.0000 268,000.00 42.170 33,736.00 PILING (1524 MM) 045 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 102,000.0000 918,000.00 1.000 102,000.00 (S) PILE (1524 MM) 046 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 400.0000 34,800.00 0.000 0.00 047 STRUCTURAL CONCRETE, BRIDGE M3 500.0000 610,000.00 0.000 0.00 (F) 048 STRUCTURAL CONCRETE, APPROACH SLAB M3 600.0000 59,400.00 0.000 0.00 (F) (TYPE N) 049 JOINT SEAL (MR 50 MM) M 240.0000 9,120.00 0.000 0.00 (S) PROGRAM CAS145 PAGE 3 DATE 05/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-230014 TIME 10:39 AM ESTIMATE NO. 04 BID OPENING 09/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/18/01 R.E. NAME: LAMBERT, ROD DATE OF THIS ESTIMATE 05/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 050 BAR REINFORCING STEEL (BRIDGE) KG 1.5000 540,411.00 0.000 0.00 (SF) 051 450 MM CORRUGATED STEEL PIPE M 550.0000 2,750.00 0.000 0.00 (2.77 MM THICK) 052 450 MM STEEL FLARED END SECTION EA 300.0000 300.00 0.000 0.00 053 ROCK SLOPE PROTECTION (1/2T, METHOD A) M3 70.0000 281,400.00 0.000 0.00 054 ROCK SLOPE PROTECTION M3 70.0000 84,700.00 0.000 0.00 (BACKING NO. 1, METHOD B) 055 ROCK SLOPE PROTECTION FABRIC M2 2.0000 5,880.00 0.000 0.00 056 MISCELLANEOUS METAL (BRIDGE) KG 4.0000 9,348.00 0.000 0.00 (SF) 057 FENCE (TYPE WM, WOOD POST) M 25.0000 7,000.00 0.000 0.00 058 DELINEATOR (CLASS 2) EA 28.0000 392.00 0.000 0.00 059 MARKER (CULVERT) EA 35.0000 70.00 0.000 0.00 060 OBJECT MARKER (TYPE L-1) EA 35.0000 140.00 0.000 0.00 061 METAL BEAM GUARD RAILING (WOOD POST) M 97.0000 3,007.00 0.000 0.00 (S) 062 CONCRETE BARRIER (TYPE 25) M 150.0000 40,500.00 0.000 0.00 (F) 063 TERMINAL SECTION (TYPE B) EA 100.0000 200.00 0.000 0.00 (S) 064 END SECTION EA 100.0000 200.00 0.000 0.00 (S) 065 TERMINAL SYSTEM (TYPE SRT) EA 2,500.0000 10,000.00 0.000 0.00 (S) 066 THERMOPLASTIC PAVEMENT MARKING M2 39.0000 3,159.00 0.000 0.00 (S) 067 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 7,680.00 0.000 0.00 (S) 068 200 MM THERMOPLASTIC TRAFFIC STRIPE M 4.0000 1,240.00 0.000 0.00 (S) 069 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 260.00 0.000 0.00 (S) (BROKEN 3.66 M - 0.92 M) 070 100 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 30.00 0.000 0.00 (S) (BROKEN 10.98 M - 3.66 M) 071 PAVEMENT MARKER (RETROREFLECTIVE- EA 15.0000 2,700.00 11.000 165.00 (S) RECESSED) PROGRAM CAS145 PAGE 4 DATE 05/22/01 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-230014 TIME 10:39 AM ESTIMATE NO. 04 BID OPENING 09/20/00 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 05/18/01 R.E. NAME: LAMBERT, ROD DATE OF THIS ESTIMATE 05/22/01 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 223,076.25 561,735.35 ADJUSTMENT OF COMPENSATION 0.00 0.00 EXTRA WORK 7,389.48 23,920.12 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 230,465.73 585,655.47 072 MOBILIZATION LS 500,000.0000 500,000.00 0.250 125,000.00 0.750 375,000.00 ORIGINAL CONTRACT AMOUNT 5,029,579.00 TOTAL WORK COMPLETED 355,465.73 960,655.47 MATERIALS ON HAND ON SITE 224,187.46 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -121,442.93 -121,442.93 TOTAL 234,022.80 1,063,400.00 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 10/23/00 430 00/00/00 00/00/00 12/26/02 35 97 0 0 19% 8% PROGRESS IS SATISFACTORY LAMBERT, ROD RESIDENT ENGINEER PROGRAM CAS145 DATE 05/22/01